HomeMy WebLinkAboutBuilding PlansNO
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL, AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE R301:.2(i )...
-
GROUND
SNOW
LOAD
WIND DESIGN ^-
Speetl° TOp0graphic
(mph) erfemek(nj
SEISMIC
DESIGN
,ATEGORY'
SUBJECT 70 DAMAG:R12�1
--
Prost line
Weetherin� daplh°
T@Fl
SIGN
MP'_
ICE BARRIER
UNDERLAYMENT
REQUIRED"
PLOOD
HAZARDS°
AIFl
FREEZING
INDEXI
MEAN
ANNUAL
TEMPVe
NA
See Pig. R301.2(4)
NA
Neglil;ibie NA
NANA
NA
PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
MAX'
(WORST CASE)
O.C.
CLOPAY BUILDING
17 WB-16
FL#
IMPACT
1/2" x 3" LAG SCREW @ 15-3/4" MAX. O.C., WITH
GARAGE DOOR
-26
-52
PRODUCTS COMP.
16107.17
1-5/8" MIN. EMBEDMENT, WASHER REQUIRED
ZONE 1
N/A
GAF
GAF ASPHALT
FL#
N/A
16).3/8" DIA. ROOFING NAIL PER SHINGLE
ROOF
•24
ZONE 2-40
SHINGLES
10124.1
ZONE 3 -60
MASONITE
STORMGUARD
FL#
IMPACT
M" TAPCONS @ 12" MAX. O.C., 6" ON CORNERS WITH 1-
DOOR
ZONE 4.28
-60
FIBERGLASS SIDE
22378.2
1/4" MIN. EMBEDMENT, 2-1/2" DISTANCE TO EDGE
ZONE 5 -34
INTERNATIONAL
HINGED
___. ..._ .____......,,....:�
............ ....�,,,-.��
FOR Twt vmIrn
[PC THE
ArrrPTANrP OF THFSF PRODUCTS AND METHODS OF
THESEALHEREON ISPROVIDEDONLY IUINUILAIt UUn KtV¢vV A1" 1rnvv,ilrw - ---
ATTACHMENTARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES MOWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FORTHESE PRODUCTS.
LOT 1, BLOCK 7
^
v
a: VAR,IVILLA PLAZA
PG. 44) j
L
LOT 2, BLOCK 7A
(PB. 5,
o
y
ti v
e YARANELIA
j 0 (PB. 6, PG. 44)
q
a FOUND'94" I
18
METAL PIPEei
S88820'10" E
100.00' =�
/
d
60.00, (P)
ND rYa"
FOUND �"
N ROD
ASCII G
sBED
j
IRON ROD
R
NO ID
0.1'E, 0.2'N
ti
N
(LOT B)
X X
X
(LOT 7)
�
Lc1
18.4'
o
I(')
N
p
L\2
L PIP
l„
x
I 29.4'
20J
0
rrr7 I
12.5"'..
d,
.-1
~
O
M
EDGING
1-STORY
I
$ESIDENCE
a
•N
FFE
FFG
19.0'
18.6, w
.--I
x
o
v
L N
z
64L1'
2,��-1
IND 3/4"
'AL PIPE
X
ID
a a
9'
Xwv
N88"20 10
+'l� I1I6 4
INVERT
HEAD..
.06 .
14" C.M.P.
(TYP.)
I I.-D FoCM s4T oes n.�-f'p.rC�N
2'.1.2'
.0'
NO
NO
0.6'N
thlof=T\Z `
SuKVfSY Si MA,xu"eLL G�a'rrm- I"-_ZP
19
I-
CONNECTOR SCHEDULE
TRUSS ID
BEARING
TRUSSACTUAL
SIMPSON
CONNECTORS)
FASTENERS
POINT(S)
UPLIFT (GROUPED,
CONNECTOR(S)
UPLIFT DESIGN
WORST CASE)
AO1GE
48"O.C.
273#
(1)HETA 20
I830#
(9)10dx1.1/2"
A02
EACH
681#
(1) HETA 20
1830#
(9)10dxw/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, EAST COAST CUSTOM TRUSS, JOB #J40519A-JERADOAGUILAR
ITRUSS ENGINEERING DATED 7 13 2020. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S
ITRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
FOUNDA-riON SCHEDULE
S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 8" X 8" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-3 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN
EPDXY @ 24" O.C. VERT.
D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL.
r
�T✓ � p l
I
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Certification for Design Load Compliance
1, DESIGN CODE: Florida PfNTlkL code 2017 Edition w/20_ supplements using ASCE 7-10
2, Structure Design is: K Enclosed _ Partially Enclosed T Open Building
3, Risk Category: `I. Y- II _ III _IV Exposure Category: %B _C _D Adjustment coefficient (`O .
4, Design Wind Velocity 6 mph DASD _LRFD End Zone Width eft.
5. Mean Roof Height: (.Z" ft. Roof Pitch: .L- 1` 12 Parapet -_ft. t
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ MRH (worst case)
Zone 1:-Z(.- Zone 2Ap Zone 3:- 0 Zone 4:- Z Zone 5,-34 Garage: ZG
7. Design Loads: Floor: ?5' PSF Roof/Dead: 19' PSF Roof/Live i :11PSF Balcony: _PSF
Dock: _PSF Deck: _PSF Stairs: _PSF Fence: PSF Railing: _PSF
B. Were Shear Walls Considered for Structure? XYes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? ZYes Not applicable Explain Why Not:
STRUCTURAL NOTES: I
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2600 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS V
BEAMS IA12"
COLUMNS ,1-1/2"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
e. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER TYE.FLORiDA BUILDING CODE 2017 EDITION
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 8" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
`NOTE: ALL SIMPSON. STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE MINIMUM
Z-MAX COATING OR BETTER.
Pem AL-L_ Eb Ci ie! 5. 31iir>k�L
81 T't e P 'ram
SEe v I C 1 at
4
ARCHITECT
Archdr( c. 0rde Inc
806 DELAWAR'E AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
CONSULTANTS
REGISTRATION
O� FLO�r�
EA(
low
y lads
--- - -
Ft
MICH IA'
AR96898 -
REVISIONS
NO.
DATE
REVISION
KEY PLAN
REVIEWED FOR
DDE COMPLIANCE
T. LUCIECOUNTY
310CC ;;� ?I
�E COPY
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER
DATE q Sil'i- �D�zz46to
n 5/(5,'f7,� FFtra IT
/�i'f �,�1'�r� SIC• ��'�W�IC�'v1gL�`�J�"�' �"(:
._...._._ ._'_-_._K�il,l'xl r,.;, A.,•I�� �,ril'.I7.'.%... y^
C �Yf 11l'
717-��t
re.�I� � d tjA
M ,�1
- �• I io d �.r> �M' I�'�-G 1-�l`Jlr�,� C�' ils, O. G
A^. P
Z
ll
1 X BUCKS SHALL BE ATTACHED
WITH CASE HARD NAILS (M 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WIl
HTAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT IN1
O'CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE
OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS,
OPTIONAL
2 X BUCKS SHALL BE ATTACHE
D WITH''/4" X 3-1/4" TAPCONS AT 12" O.C, WITH DOORS
AND WINDOWS FASTENED WIT
H #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PE
NETRATION OF 11/4" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE
OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
,O
HEI E
'.,
CTURER:
CAST-f
"
flMAN
LENGTHEAPPLIED
VITY
D
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT'
LOAD
COMPOSITE
BEAM
2'10"
3#.
4460#
8F16/IT-3B
3'-6"
3#
3547#
BF36/1T4B
L3
4'-0"
61
3#
3079#
SF16/1T-1B
L4
4'-6"
6110
27241t
SF16/lT-1B
L5
5'-4"
53
5#
229011
SF16/1T-18
L6
5110"
436y
#
2093#
BF16/1T-18
L7
6'-6"
348D4t
3880#
f—
8F16/1T•18
L8
7'-6"
266
# I.
1634# _
BF16/1T-SB
L9
9'-4"
18413#_
1133#
_
8i16/1T.18
LIO
10':6"
153
0
9144
8F16/1T-18
L11
1l'-4" _
136
798#
SF16/lT-1B
125
#
723#
8F16/1T-18
413
1 -
107
#
%Q
606#
�T�
BFl6/1T-1B
L 14
14'-0"
1O0
#
_
559#
--
__
8F16/3T48
LIS
14'-8"
137
#
519#
__ i
8F76/IT-1B
L 36
15'-q"
125
# _
CS5# _
SF16AT-16
L37
17'4"
950
404#
BF16/1T-18
1.18 1
19'-4" _
75
347#
SF16/1T-1B
1.19
21'd"
598
306#
8F16/1T-18
L20
22'-0"
550
295#
8F16/1T-18 vy
L21
24'-0"
45D
267#
�8F16/17-18
?
TELSER:CAST•CRETEENGTH
VAIANUFAUR
SAF
GR
LOP
ITY
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
'-4"
520
#
G S
2635#"rJ
'%..
8F14/1T•18
'-6"
520
2525#
SF14/3T•1B
'-8" _
456
#
1960#
8F141IT•18
'-10"
4242#
19008BF14/1T-10
'•8".
31260
1651# _
- ^
BF14/IT•1B
RL-6
T•6"
245yR
1462#
_
RF14/lT-1B
RL-7
_
9'-8"
156
1135#
8F14/1T48
NOTES: ALL LOADS ARE IN POUNpS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES OR ADDITIONAL INFORMATION,
tap, 00 FSlock
W/ '/ZXS'/L" gEDlk
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-
p
PIT %XCP j3 LICK w/ 3114 x 2'/z'
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PITrZK& $uC1111-1Wl/ `zAsyr-H
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W/ Z4�Y-w
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DRYWALL AND FURRING ATTACHMENT
P.T, I X 2 FURRING @ 16" O.C. FASTENED WITH I ''/1" CASE HARD NAILS @ 8" O.C.
/," DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
®IJ
Z-I�I
(�t� NI�v--�-tr-H ILA
C-
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n
1A Itlxb�r Fl�suiA
fLYwaop MIFF
SoFf �T —_ II
I;
OPj't�l*`SaiL_ � Tr. If�stl�'f��(f�<�p1 ,
LI..r:•r cp-r u..
0/0#
6I/< 1,Ihi COLIC C?LDGK- W/
Pa`i Fl A F L I_ @ G!L bl O f...
Y
ELM
I��II
t.�r;+.t�1.6_
. 11111
ROOF SHEATHING NAILING ZONE INFO.
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 4 X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5' X 5' @ HIP AND Y X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD.
NOTES:
19/32" CDX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL. BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226.
i
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
AGUILAR
GARAGE ADDITION
ST. LUCIE COUNTY, FLORIDA
ENT
KGp
I o
MICHAEL J. SEAL, AIA
- __... AR96898
MA'rc(I REVISIONS
NO. DATE REVISION
it
CON, 5LIANGE
M aTcf4rZTrN�
F t caas;.�
- — _- KEY PLAN
Ifs 4,
SHEET TITLE / SHEET NUMBER
2
IPROJECT NUMBER
DATES/5/19 !o�2Zr4L®Lo